VEC MECH 180-DAT EBOOK ACCESS(STAT+DYNA)
VEC MECH 180-DAT EBOOK ACCESS(STAT+DYNA)
12th Edition
ISBN: 9781260916942
Author: BEER
Publisher: MCG
bartleby

Concept explainers

bartleby

Videos

Question
Book Icon
Chapter 10.2, Problem 10.80P
To determine

Find three values of θ corresponding to equilibrium and check whether the equilibrium is stable, unstable, or neutral.

Expert Solution & Answer
Check Mark

Answer to Problem 10.80P

The value of θ for equilibrium is θ=9.39°;θ=34.2°;θ=90°_.

The equilibrium is stableforθ=9.39°_.

The equilibrium is unstableforθ=34.2°_.

The equilibrium is stableforθ=90°_.

Explanation of Solution

Given information:

The weight of the slender rod AB is W=300lb.

The length of the slender rod AB is l=16in..

The spring constant is k=75lb/in..

Calculation:

The spring is unstretched when AB is horizontal.

Show the free-body diagram of the arrangement as in Figure 1.

VEC MECH 180-DAT EBOOK ACCESS(STAT+DYNA), Chapter 10.2, Problem 10.80P

Find the elongation of the spring s using the relation.

s=(lsinθ+lcosθ)l=l(sinθ+cosθ1)

Here, the length of the slender rod AB is l.

Find the potential energy (V) using the relation;

V=Vs+Vg=12ks2+W(l2sinθ)=12k(l(sinθ+cosθ1))2Wl2sinθ=12kl2(sinθ+cosθ1)2Wl2sinθ

Differentiate the equation;

dVdθ=kl2(sinθ+cosθ1)(cosθsinθ)Wl2cosθ (1)

Here, the weight of the slender rod AB and the spring constant is k.

Differentiate the Equation (1).

d2Vdθ2=kl2[(cosθsinθ)(cosθsinθ)+(sinθ+cosθ1)(sinθcosθ)]+Wl2sinθ=kl2[cos2θsinθcosθsinθcosθ+sin2θsin2θsinθcosθ+sinθsinθcosθcos2θ+cosθ]+Wl2sinθ=kl2[4sinθcosθ+sinθ+cosθ]+Wl2sinθ=kl2[2sin2θ+sinθ+cosθ]+Wl2sinθ (2)

Equate the Equation (1) to zero for equilibrium.

dVdθ=0kl2(sinθ+cosθ1)(cosθsinθ)Wl2cosθ=0cosθ[kl(sinθ+cosθ1)(1tanθ)W2]=0kl(sinθ+cosθ1)(1tanθ)=W2;cosθ=0

Substitute 300 lb for W, 75lb/in. for k, and 16 in. for l.

75×16×(sinθ+cosθ1)(1tanθ)=3002(sinθ+cosθ1)(1tanθ)=0.125

Solve the equation by trial and error procedure.

θ=9.39°;θ=34.2°;forkl(sinθ+cosθ1)(1tanθ)=W2θ=90°;forcosθ=0

Therefore, the value of θ for equilibrium is θ=9.39°;θ=34.2°;θ=90°_.

For θ=9.39°;

Substitute 300 lb for W, 75lb/in. for k, 16 in. for l, and 9.39° for θ in Equation (2).

d2Vdθ2=75×162×[2sin2(9.39°)+sin9.39°+cos9.39°]+300×162sin9.39°=19,200[2sin2(9.39°)+sin9.39°+cos9.39°]+2,400sin9.39°=10,104.54lbin.>0,stable

Therefore, the equilibrium is stableforθ=9.39°_.

For θ=34.2°;

Substitute 300 lb for W, 75lb/in. for k, 16 in. for l, and 34.2° for θ in Equation (2).

d2Vdθ2=75×162×[2sin2(34.2°)+sin34.2°+cos34.2°]+300×162sin34.2°=19,200[2sin2(34.2°)+sin34.2°+cos34.2°]+2,400sin34.2°=7,682.5lbin.<0,unstable

Therefore, the equilibrium is unstableforθ=34.2°_.

For θ=90°;

Substitute 300 lb for W, 75lb/in. for k, 16 in. for l, and 90° for θ in Equation (2).

d2Vdθ2=75×162×[2sin2(90°)+sin90°+cos90°]+300×162sin90°=19,200[2sin2(90°)+sin90°+cos90°]+2,400sin90°=21,600lbin.>0,stable

Therefore, the equilibrium is stableforθ=90°_.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Q1/ A vertical, circular gate with water on one side as shown. Determine the total resultant force acting on the gate and the location of the center of pressure, use water specific weight 9.81 kN/m³ 1 m 4 m
I need handwritten solution with sketches for each
Given answers to be: i) 14.65 kN; 6.16 kN; 8.46 kN ii) 8.63 kN; 9.88 kN iii) Bearing 6315 for B1 & B2, or Bearing 6215 for B1

Chapter 10 Solutions

VEC MECH 180-DAT EBOOK ACCESS(STAT+DYNA)

Ch. 10.1 - Solve Prob. 10.10, assuming that the force P...Ch. 10.1 - Prob. 10.12PCh. 10.1 - Prob. 10.13PCh. 10.1 - Prob. 10.14PCh. 10.1 - Prob. 10.15PCh. 10.1 - 10.15 and 10.16 Derive an expression for the...Ch. 10.1 - Prob. 10.17PCh. 10.1 - Prob. 10.18PCh. 10.1 - Prob. 10.19PCh. 10.1 - Prob. 10.20PCh. 10.1 - Prob. 10.21PCh. 10.1 - A couple M with a magnitude of 100 Nm isapplied as...Ch. 10.1 - Rod AB is attached to a block at A that can...Ch. 10.1 - Solve Prob. 10.23, assuming that the 800-N force...Ch. 10.1 - In Prob. 10.9, knowing that a = 42 in., b = 28...Ch. 10.1 - Determine the value of corresponding to...Ch. 10.1 - Prob. 10.27PCh. 10.1 - Determine the value of corresponding to...Ch. 10.1 - Prob. 10.29PCh. 10.1 - Two rods AC and CE are connected by a pin at Cand...Ch. 10.1 - Solve Prob. 10.30 assuming that force P is movedto...Ch. 10.1 - Prob. 10.32PCh. 10.1 - Prob. 10.33PCh. 10.1 - Prob. 10.34PCh. 10.1 - Prob. 10.35PCh. 10.1 - Prob. 10.36PCh. 10.1 - Prob. 10.37PCh. 10.1 - Prob. 10.38PCh. 10.1 - Prob. 10.39PCh. 10.1 - Prob. 10.40PCh. 10.1 - Prob. 10.41PCh. 10.1 - The position of boom ABC is controlled by...Ch. 10.1 - Prob. 10.43PCh. 10.1 - Prob. 10.44PCh. 10.1 - Prob. 10.45PCh. 10.1 - Prob. 10.46PCh. 10.1 - Denoting the coefficient of static friction...Ch. 10.1 - Prob. 10.48PCh. 10.1 - Prob. 10.49PCh. 10.1 - Prob. 10.50PCh. 10.1 - Prob. 10.51PCh. 10.1 - Prob. 10.52PCh. 10.1 - Prob. 10.53PCh. 10.1 - Prob. 10.54PCh. 10.1 - Prob. 10.55PCh. 10.1 - Prob. 10.56PCh. 10.1 - Prob. 10.57PCh. 10.1 - Determine the horizontal movement of joint C if...Ch. 10.2 - Using the method of Sec. 10.2C, solve Prob. 10.29....Ch. 10.2 - Prob. 10.60PCh. 10.2 - Prob. 10.61PCh. 10.2 - Prob. 10.62PCh. 10.2 - Prob. 10.63PCh. 10.2 - Prob. 10.64PCh. 10.2 - Prob. 10.65PCh. 10.2 - Using the method of Sec. 10.2C, solve Prob. 10.38....Ch. 10.2 - Prob. 10.67PCh. 10.2 - Prob. 10.68PCh. 10.2 - Prob. 10.69PCh. 10.2 - Prob. 10.70PCh. 10.2 - Prob. 10.71PCh. 10.2 - Prob. 10.72PCh. 10.2 - Prob. 10.73PCh. 10.2 - Prob. 10.74PCh. 10.2 - A load W of magnitude 144 lb is applied to...Ch. 10.2 - Solve Prob. 10.75, assuming that the spring...Ch. 10.2 - Bar ABC is attached to collars A and B that...Ch. 10.2 - Solve Prob. 10.77, assuming that the spring...Ch. 10.2 - Prob. 10.79PCh. 10.2 - Prob. 10.80PCh. 10.2 - Prob. 10.81PCh. 10.2 - A spring AB of constant k is attached to two...Ch. 10.2 - Prob. 10.83PCh. 10.2 - Prob. 10.84PCh. 10.2 - Prob. 10.85PCh. 10.2 - Prob. 10.86PCh. 10.2 - Prob. 10.87PCh. 10.2 - Prob. 10.88PCh. 10.2 - Prob. 10.89PCh. 10.2 - Prob. 10.90PCh. 10.2 - Prob. 10.91PCh. 10.2 - Prob. 10.92PCh. 10.2 - Prob. 10.93PCh. 10.2 - Prob. 10.94PCh. 10.2 - Prob. 10.95PCh. 10.2 - Prob. 10.96PCh. 10.2 - Bars AB and BC, each with a length l and of...Ch. 10.2 - Solve Prob. 10.97 knowing that l = 30 in. and k =...Ch. 10.2 - Bars AB and CD, each of length l and of negligible...Ch. 10.2 - Solve Prob. 10.99, assuming that the vertical...Ch. 10 - Determine the vertical force P that must be...Ch. 10 - Determine the couple M that must be applied...Ch. 10 - Prob. 10.103RPCh. 10 - Prob. 10.104RPCh. 10 - Prob. 10.105RPCh. 10 - Prob. 10.106RPCh. 10 - Prob. 10.107RPCh. 10 - Prob. 10.108RPCh. 10 - Prob. 10.109RPCh. 10 - Prob. 10.110RPCh. 10 - Prob. 10.111RPCh. 10 - Prob. 10.112RP
Knowledge Booster
Background pattern image
Mechanical Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Elements Of Electromagnetics
Mechanical Engineering
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Oxford University Press
Text book image
Mechanics of Materials (10th Edition)
Mechanical Engineering
ISBN:9780134319650
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Thermodynamics: An Engineering Approach
Mechanical Engineering
ISBN:9781259822674
Author:Yunus A. Cengel Dr., Michael A. Boles
Publisher:McGraw-Hill Education
Text book image
Control Systems Engineering
Mechanical Engineering
ISBN:9781118170519
Author:Norman S. Nise
Publisher:WILEY
Text book image
Mechanics of Materials (MindTap Course List)
Mechanical Engineering
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Cengage Learning
Text book image
Engineering Mechanics: Statics
Mechanical Engineering
ISBN:9781118807330
Author:James L. Meriam, L. G. Kraige, J. N. Bolton
Publisher:WILEY
Introduction to Undamped Free Vibration of SDOF (1/2) - Structural Dynamics; Author: structurefree;https://www.youtube.com/watch?v=BkgzEdDlU78;License: Standard Youtube License